|
Item List 261503 |
Date:04/10/2026 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 261503 | Primary Project Number | DE114031W2603 |
| Contract Description | NASHVILLE RD (US 31W) | ||
| Primary County | WARREN | Fed/St Number | STP 7434 (023) |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING & STONE LLC |
| Bid Amount | $ 10,547,843.78 | ||
| SM- Project | DE114031W2603 |
| Fed/State Number | STP 7434 (023) |
| Project Description | NASHVILLE RD (US 31W) |
| *********** |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 7,680.000 |
7,680.000 |
$37.800 |
TON | 2.8 |
| 0010 | TRAFFIC BOUND BASE | 00020 | 16.000 |
16.000 |
$48.450 |
TON | 0.0 |
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 10,250.000 |
10,250.000 |
$36.600 |
TON | 3.6 |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | 1,502.000 |
1,502.000 |
$107.320 |
TON | 1.5 |
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 8,556.000 |
8,556.000 |
$88.910 |
TON | 7.2 |
| 0030 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | 14,855.000 |
14,855.000 |
$4.360 |
SQYD | 0.6 |
| 0035 | FABRIC-GEOTEXTILE CLASS 4A | 02608 | 14,855.000 |
14,855.000 |
$3.740 |
SQYD | 0.5 |
| 0040 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | 2,992.000 |
2,992.000 |
$126.290 |
TON | 3.6 |
| 0045 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | 21.000 |
21.000 |
$568.320 |
TON | 0.1 |
| 0050 | ELECTRONIC DELIVERY MGMT SYSTEM - AGG | 26248EC | 1.000 |
1.000 |
$0.010 |
LS | 0.0 |
Category Total $2,098,257.71 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3,867.000 |
3,867.000 |
$35.590 |
TON | 1.3 |
| 0060 | PERFORATED PIPE-4 IN | 01000 | 768.000 |
768.000 |
$7.260 |
LF | 0.1 |
| 0065 | NON-PERFORATED PIPE-4 IN | 01010 | 36.000 |
36.000 |
$28.910 |
LF | 0.0 |
| 0070 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 3.000 |
3.000 |
$416.280 |
EACH | 0.0 |
| 0075 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 57.000 |
57.000 |
$200.000 |
EACH | 0.1 |
| 0080 | STANDARD CURB AND GUTTER (REVISED 2-12-26) | 01810 | 7,276.000 |
7,276.000 |
$27.050 |
LF | 1.9 |
| 0085 | STANDARD HEADER CURB (REVISED 2-12-26) | 01875 | 408.000 |
408.000 |
$48.270 |
LF | 0.2 |
| 0090 | LIP HEADER CURB (REVISED 2-12-26) | 01885 | 153.000 |
153.000 |
$53.300 |
LF | 0.1 |
| 0095 | STANDARD BARRIER MEDIAN TYPE 5 (REVISED 2-12-26) | 01923 | 924.000 |
924.000 |
$153.380 |
SQYD | 1.3 |
| 0100 | BARRICADE-TYPE III | 02014 | 8.000 |
8.000 |
$313.360 |
EACH | 0.0 |
| 0105 | REMOVE PAVEMENT | 02091 | 470.000 |
470.000 |
$12.260 |
SQYD | 0.1 |
| 0110 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 2,904.000 |
2,904.000 |
$94.340 |
SQYD | 2.6 |
| 0115 | TEMP DITCH | 02159 | 2,640.000 |
2,640.000 |
$0.010 |
LF | 0.0 |
| 0120 | CLEAN TEMP DITCH | 02160 | 1,320.000 |
1,320.000 |
$0.010 |
LF | 0.0 |
| 0125 | ROADWAY EXCAVATION | 02200 | 14,504.000 |
14,504.000 |
$39.920 |
CUYD | 5.5 |
| 0130 | GRANULAR EMBANKMENT | 02223 | 81.000 |
81.000 |
$78.070 |
CUYD | 0.1 |
| 0135 | WATER | 02242 | 200.000 |
200.000 |
$0.010 |
MGAL | 0.0 |
| 0140 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 60.000 |
60.000 |
$204.540 |
EACH | 0.1 |
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | 4.000 |
4.000 |
$199.420 |
EACH | 0.0 |
| 0150 | WITNESS POST | 02432 | 10.000 |
10.000 |
$170.940 |
EACH | 0.0 |
| 0155 | CLEAN SINKHOLE | 02469 | 3.000 |
3.000 |
$5,379.010 |
EACH | 0.2 |
| 0160 | CHANNEL LINING CLASS II | 02483 | 91.000 |
91.000 |
$66.940 |
TON | 0.1 |
| 0165 | CHANNEL LINING CLASS III | 02484 | 49.000 |
49.000 |
$98.840 |
TON | 0.0 |
| 0170 | CLEARING AND GRUBBING APPROXIMATELY 12 ACRES | 02545 | 1.000 |
1.000 |
$136,043.400 |
LS | 1.3 |
| 0175 | TEMPORARY SIGNS | 02562 | 814.000 |
814.000 |
$9.220 |
SQFT | 0.1 |
| 0180 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 2,964.000 |
2,964.000 |
$2.240 |
SQYD | 0.1 |
| 0185 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 11,637.000 |
11,637.000 |
$2.000 |
SQYD | 0.2 |
| 0190 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$262,253.080 |
LS | 2.5 |
| 0195 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 3.000 |
3.000 |
$7,976.500 |
EACH | 0.2 |
| 0200 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$3,845.000 |
LS | 0.0 |
| 0205 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 645.000 |
645.000 |
$67.390 |
TON | 0.4 |
| 0210 | SAFELOADING | 02690 | 26.000 |
26.000 |
$500.000 |
CUYD | 0.1 |
| 0215 | TEMP SILT FENCE | 02701 | 2,640.000 |
2,640.000 |
$3.330 |
LF | 0.1 |
| 0220 | SILT TRAP TYPE A | 02703 | 12.000 |
12.000 |
$77.390 |
EACH | 0.0 |
| 0225 | SILT TRAP TYPE B | 02704 | 12.000 |
12.000 |
$77.390 |
EACH | 0.0 |
| 0230 | SILT TRAP TYPE C | 02705 | 12.000 |
12.000 |
$50.010 |
EACH | 0.0 |
| 0235 | CLEAN SILT TRAP TYPE A | 02706 | 12.000 |
12.000 |
$0.010 |
EACH | 0.0 |
| 0240 | CLEAN SILT TRAP TYPE B | 02707 | 12.000 |
12.000 |
$0.010 |
EACH | 0.0 |
| 0245 | CLEAN SILT TRAP TYPE C | 02708 | 12.000 |
12.000 |
$0.010 |
EACH | 0.0 |
| 0250 | SIDEWALK-4 IN CONCRETE (REVISED 2-12-26) | 02720 | 5,454.000 |
5,454.000 |
$54.850 |
SQYD | 2.8 |
| 0255 | STAKING | 02726 | 1.000 |
1.000 |
$152,805.880 |
LS | 1.4 |
| 0260 | TEMP MULCH | 05952 | 36,586.000 |
36,586.000 |
$0.200 |
SQYD | 0.1 |
| 0265 | TEMP SEEDING AND PROTECTION | 05953 | 27,439.000 |
27,439.000 |
$0.300 |
SQYD | 0.1 |
| 0270 | INITIAL FERTILIZER | 05963 | 1.400 |
1.400 |
$1,500.000 |
TON | 0.0 |
| 0275 | MAINTENANCE FERTILIZER | 05964 | 2.300 |
2.300 |
$1,500.000 |
TON | 0.0 |
| 0280 | SEEDING AND PROTECTION | 05985 | 3,702.000 |
3,702.000 |
$0.420 |
SQYD | 0.0 |
| 0285 | SODDING | 05990 | 38,940.000 |
38,940.000 |
$8.000 |
SQYD | 3.0 |
| 0290 | AGRICULTURAL LIMESTONE | 05992 | 2.000 |
2.000 |
$85.000 |
TON | 0.0 |
| 0295 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 71.000 |
71.000 |
$44.000 |
SQFT | 0.0 |
| 0300 | SBM ALUM SHEET SIGNS .125 IN | 06407 | 225.000 |
225.000 |
$47.000 |
SQFT | 0.1 |
| 0305 | STEEL POST TYPE 1 | 06410 | 488.000 |
488.000 |
$28.000 |
LF | 0.1 |
| 0310 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 52,159.000 |
52,159.000 |
$0.320 |
LF | 0.2 |
| 0315 | PAVE STRIPING-THERMO-6 IN W | 06542 | 13,502.000 |
13,502.000 |
$1.350 |
LF | 0.2 |
| 0320 | PAVE STRIPING-THERMO-6 IN Y | 06543 | 11,384.000 |
11,384.000 |
$1.350 |
LF | 0.1 |
| 0325 | PAVE STRIPING-THERMO-12 IN Y | 06547 | 50.000 |
50.000 |
$7.000 |
LF | 0.0 |
| 0330 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | 1,228.000 |
1,228.000 |
$4.000 |
LF | 0.0 |
| 0335 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 1,145.000 |
1,145.000 |
$7.000 |
LF | 0.1 |
| 0340 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 323.000 |
323.000 |
$15.000 |
LF | 0.0 |
| 0345 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 2,965.000 |
2,965.000 |
$6.000 |
SQFT | 0.2 |
| 0350 | PAVE MARKING-THERMO CURV ARROW | 06574 | 35.000 |
35.000 |
$150.000 |
EACH | 0.0 |
| 0355 | PAVE MARKING-THERMO ONLY | 06576 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0360 | INLAID PAVEMENT MARKER-MW | 06610 | 159.000 |
159.000 |
$23.000 |
EACH | 0.0 |
| 0365 | INLAID PAVEMENT MARKER-MY | 06611 | 22.000 |
22.000 |
$23.000 |
EACH | 0.0 |
| 0370 | INLAID PAVEMENT MARKER-BY | 06612 | 166.000 |
166.000 |
$23.000 |
EACH | 0.0 |
| 0375 | FUEL ADJUSTMENT | 10020NS | 31,166.000 |
31,166.000 |
$1.000 |
DOLL | 0.3 |
| 0380 | ASPHALT ADJUSTMENT | 10030NS | 51,102.000 |
51,102.000 |
$1.000 |
DOLL | 0.5 |
| 0385 | TREE | 20000ES724 | 12.000 |
12.000 |
$375.000 |
EACH | 0.0 |
| 0390 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | 323.000 |
323.000 |
$1.500 |
LF | 0.0 |
| 0395 | REMOVE & RESET TRAFFIC SIGN | 20194ED | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 0400 | PAVE MARK-PAINT ARROWS | 20208NC | 33.000 |
33.000 |
$65.000 |
EACH | 0.0 |
| 0405 | SAW CUT | 20430ED | 271.000 |
271.000 |
$4.250 |
LF | 0.0 |
| 0410 | LONGITUDINAL EDGE KEY | 21289ED | 9,930.000 |
9,930.000 |
$3.160 |
LF | 0.3 |
| 0415 | REMOVE SIGN | 21373ND | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 0420 | STRIPING REMOVAL | 23139EN | 12,290.000 |
12,290.000 |
$0.850 |
LF | 0.1 |
| 0425 | DETECTABLE WARNINGS (REVISED 2-12-26) | 23158ES505 | 523.000 |
523.000 |
$42.000 |
SQFT | 0.2 |
| 0430 | BARCODE SIGN INVENTORY | 24631EC | 42.000 |
42.000 |
$30.000 |
EACH | 0.0 |
| 0435 | REMOVE PAVEMENT MARKER | 24880EC | 308.000 |
308.000 |
$11.060 |
EACH | 0.0 |
Category Total $3,038,334.93 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0440 | ENTRANCE PIPE-15 IN | 00440 | 206.000 |
206.000 |
$82.150 |
LF | 0.2 |
| 0445 | ENTRANCE PIPE-18 IN | 00441 | 247.000 |
247.000 |
$90.370 |
LF | 0.2 |
| 0450 | ENTRANCE PIPE-24 IN | 00443 | 131.000 |
131.000 |
$102.370 |
LF | 0.1 |
| 0455 | CULVERT PIPE-18 IN | 00462 | 59.000 |
59.000 |
$252.310 |
LF | 0.1 |
| 0460 | CULVERT PIPE-24 IN | 00464 | 50.000 |
50.000 |
$280.720 |
LF | 0.1 |
| 0465 | STORM SEWER PIPE-15 IN | 00521 | 5,404.000 |
5,404.000 |
$138.910 |
LF | 7.1 |
| 0470 | STORM SEWER PIPE-18 IN | 00522 | 436.000 |
436.000 |
$136.550 |
LF | 0.6 |
| 0475 | STORM SEWER PIPE-24 IN | 00524 | 797.000 |
797.000 |
$195.580 |
LF | 1.5 |
| 0480 | STORM SEWER PIPE-36 IN | 00528 | 46.000 |
46.000 |
$216.760 |
LF | 0.1 |
| 0485 | PIPE CULVERT HEADWALL-15 IN | 01202 | 1.000 |
1.000 |
$1,400.000 |
EACH | 0.0 |
| 0490 | PIPE CULVERT HEADWALL-18 IN | 01204 | 5.000 |
5.000 |
$1,800.000 |
EACH | 0.1 |
| 0495 | PIPE CULVERT HEADWALL-24 IN | 01208 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.1 |
| 0500 | PIPE CULVERT HEADWALL-36 IN | 01212 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.0 |
| 0505 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0510 | CURB BOX INLET TYPE A | 01456 | 48.000 |
48.000 |
$7,500.000 |
EACH | 3.4 |
| 0515 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$5,400.000 |
EACH | 0.2 |
| 0520 | DROP BOX INLET TYPE 13G | 01559 | 5.000 |
5.000 |
$4,800.000 |
EACH | 0.2 |
| 0525 | DROP BOX INLET TYPE 13S | 01568 | 1.000 |
1.000 |
$8,000.000 |
EACH | 0.1 |
| 0530 | DROP BOX INLET TYPE 14 | 01577 | 2.000 |
2.000 |
$4,200.000 |
EACH | 0.1 |
| 0535 | DROP BOX INLET TYPE 16G | 01581 | 2.000 |
2.000 |
$4,800.000 |
EACH | 0.1 |
| 0540 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$3,200.000 |
EACH | 0.0 |
| 0545 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$10,500.000 |
EACH | 0.1 |
| 0550 | FRAME AND LID TY 1 | 01771 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0555 | CONCRETE-CLASS A | 08100 | 4.310 |
4.310 |
$2,000.000 |
CUYD | 0.1 |
| 0560 | BORE AND JACK PIPE-24 IN | 21799EN | 102.000 |
102.000 |
$783.580 |
LF | 0.8 |
| 0565 | BORE AND JACK PIPE-18 IN | 23126EN | 47.000 |
47.000 |
$649.210 |
LF | 0.3 |
| 0570 | PIPELINE INSPECTION | 24814EC | 3,692.000 |
3,692.000 |
$2.350 |
LF | 0.1 |
Category Total $1,655,064.94 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0004 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0575 | SAFELOADING | 02690 | 34.600 |
34.600 |
$242.000 |
CUYD | 0.1 |
| 0580 | S CAP EXISTING MAIN CUT AND CAP 10" SEWER (REVISED 2-10-26) | 15155 | 2.000 |
2.000 |
$2,904.000 |
EACH | 0.1 |
| 0585 | S CAP EXISTING MAIN CUT AND CAP 15" SEWER (REVISED 2-10-26) | 15155 | 2.000 |
2.000 |
$3,200.000 |
EACH | 0.1 |
| 0590 | S CAP EXISTING MAIN CUT AND CAP 24" SEWER (REVISED 2-10-26) | 15155 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 0595 | S CAP EXISTING MAIN CUT AND CAP 4" SEWER (REVISED 2-10-26) | 15155 | 1.000 |
1.000 |
$2,766.000 |
EACH | 0.0 |
| 0600 | S CAP EXISTING MAIN CUT AND CAP 6" SEWER (REVISED 2-10-26) | 15155 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
| 0605 | S CAP EXISTING MAIN CUT AND CAP 8" SEWER (REVISED 2-10-26) | 15155 | 2.000 |
2.000 |
$2,820.000 |
EACH | 0.1 |
| 0610 | W CAP EXISTING MAIN CUT, CAP AND BLOCK EXISTING FORCE MAIN | 14003 | 3.000 |
3.000 |
$3,600.000 |
EACH | 0.1 |
| 0615 | S ENCASEMENT STEEL OPEN CUT RANGE 3 12" STEEL CASING PIPE OPEN CUT W/ CASING | 15022 | 25.000 |
25.000 |
$395.000 |
LF | 0.1 |
| 0620 | W TAPPING SLEEVE AND VALVE SIZE 1 SOLID SLEEVE | 14089 | 4.000 |
4.000 |
$2,200.000 |
EACH | 0.1 |
| 0625 | S ENCASEMENT STEEL BORED RANGE 3 12" STEEL CASING PIPE BORED & JACKED W/ | 15016 | 67.000 |
67.000 |
$500.000 |
LF | 0.3 |
| 0630 | S ENCASEMENT STEEL BORED RANGE 4 18" STEEL CASING PIPE BORED & JACKED W/ | 15017 | 55.000 |
55.000 |
$665.000 |
LF | 0.3 |
| 0635 | S ENCASEMENT STEEL BORED RANGE 5 24" STEEL CASING PIPE BORED & JACKED W/ | 15018 | 260.000 |
260.000 |
$822.000 |
LF | 2.0 |
| 0640 | S FORCE MAIN PVC 06 INCH | 15060 | 132.000 |
132.000 |
$100.000 |
LF | 0.1 |
| 0645 | S FORCE MAIN PVC 12 INCH (REVISED 2-10-26) | 15063 | 426.000 |
426.000 |
$118.000 |
LF | 0.5 |
| 0650 | S FORCE MAIN TIE-IN 06 INCH | 15074 | 1.000 |
1.000 |
$4,510.000 |
EACH | 0.0 |
| 0655 | S FORCE MAIN TIE-IN 12 INCH 12" FORCE MAIN TIE-IN (REVISED 2-10-26) | 15077 | 1.000 |
1.000 |
$7,040.000 |
EACH | 0.1 |
| 0665 | S LATERAL SHORT SIDE 04 INCH SANITARY SEWER RECONNECT SHORT SIDE (REV | 15089 | 6.000 |
6.000 |
$2,570.000 |
EACH | 0.1 |
| 0670 | S MANHOLE 4' DIAMETER PRECAST MANHOLE (0'-6' DEEP) | 15092 | 21.000 |
21.000 |
$6,200.000 |
EACH | 1.2 |
| 0675 | S MANHOLE ABANDON/REMOVE | 15093 | 14.000 |
14.000 |
$3,300.000 |
EACH | 0.4 |
| 0680 | S MANHOLE ADJUST TO GRADE | 15094 | 2.000 |
2.000 |
$1,765.000 |
EACH | 0.0 |
| 0685 | S MANHOLE TAP EXISTING | 15099 | 3.000 |
3.000 |
$4,000.000 |
EACH | 0.1 |
| 0690 | S PIPE PVC 08 INCH | 15112 | 239.000 |
239.000 |
$180.000 |
LF | 0.4 |
| 0695 | S PIPE PVC 10 INCH | 15113 | 62.000 |
62.000 |
$187.000 |
LF | 0.1 |
| 0700 | S PIPE PVC 12 INCH | 15114 | 283.000 |
283.000 |
$204.000 |
LF | 0.5 |
| 0705 | S PIPE PVC 24 INCH | 15117 | 952.000 |
952.000 |
$235.000 |
LF | 2.1 |
| 0710 | S PIPE SPECIAL 15" PVC SANITARY SEWER | 15118 | 542.000 |
542.000 |
$212.000 |
LF | 1.1 |
Category Total $1,085,695.20 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0715 | FUSED CONNECTOR KIT | 04780 | 18.000 |
18.000 |
$386.960 |
EACH | 0.1 |
| 0720 | TRENCHING AND BACKFILLING | 04820 | 295.000 |
295.000 |
$13.230 |
LF | 0.0 |
| 0725 | CABLE-NO. 14/7C | 04845 | 3,067.000 |
3,067.000 |
$3.970 |
LF | 0.1 |
| 0730 | MESSENGER-10800 LB | 04885 | 200.000 |
200.000 |
$15.240 |
LF | 0.0 |
| 0735 | MESSENGER-15400 LB | 04886 | 970.000 |
970.000 |
$15.240 |
LF | 0.1 |
| 0740 | INSTALL STEEL STRAIN POLE | 04932 | 12.000 |
12.000 |
$3,584.280 |
EACH | 0.4 |
| 0745 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | 34.000 |
34.000 |
$1,759.070 |
EACH | 0.6 |
| 0750 | INSTALL SPAN MOUNTED SIGN | 06472 | 3.000 |
3.000 |
$432.000 |
EACH | 0.0 |
| 0755 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 8.000 |
8.000 |
$624.050 |
EACH | 0.0 |
| 0760 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 11.000 |
11.000 |
$736.710 |
EACH | 0.1 |
| 0765 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | 7.000 |
7.000 |
$787.120 |
EACH | 0.1 |
| 0770 | INSTALL PED DETECTOR-AUDIBLE | 20457NS835 | 8.000 |
8.000 |
$624.050 |
EACH | 0.0 |
| 0775 | REMOVE & REINSTALL COORDINATING UNIT | 23068NN | 2.000 |
2.000 |
$3,481.030 |
EACH | 0.1 |
| 0780 | TRAFFIC SIGNAL POLE BASE | 23157EN | 45.000 |
45.000 |
$1,232.320 |
CUYD | 0.5 |
| 0785 | INSTALL SIGNAL PEDESTAL | 23222EC | 6.000 |
6.000 |
$4,948.960 |
EACH | 0.3 |
| 0790 | TETHER WIRE | 24528ED | 1,170.000 |
1,170.000 |
$15.240 |
LF | 0.2 |
| 0795 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | 135.000 |
135.000 |
$9.620 |
LF | 0.0 |
| 0800 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | 160.000 |
160.000 |
$13.110 |
LF | 0.0 |
| 0805 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | 2.000 |
2.000 |
$25,360.960 |
EACH | 0.5 |
| 0810 | REMOVE SIGNAL EQUIPMENT | 24955ED | 4.000 |
4.000 |
$7,045.210 |
EACH | 0.3 |
| 0815 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | 6.000 |
6.000 |
$2,226.920 |
EACH | 0.1 |
| 0820 | INSTALL SOLAR SCHOOL FLASHER ASSEMBLY | 26246EC | 2.000 |
2.000 |
$22,874.770 |
EACH | 0.4 |
Category Total $419,940.25 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0006 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0825 | W CAP EXISTING MAIN CUT , CAP AND BLOCK ABANDONED WATER MAIN | 14003 | 22.000 |
22.000 |
$3,200.000 |
EACH | 0.7 |
| 0830 | SAFELOADING | 02690 | 66.000 |
66.000 |
$242.000 |
CUYD | 0.2 |
| 0835 | SURF RESTORATION DRIVEWAY/ENTRANCE RESTORATION | 02735 | 418.000 |
418.000 |
$71.050 |
SQYD | 0.3 |
| 0840 | W ENCASEMENT STEEL OPEN CUT RANGE 3 12" STEEL CASING PIPE OPEN CUT W/ CASING | 14014 | 20.000 |
20.000 |
$402.000 |
LF | 0.1 |
| 0845 | W ENCASEMENT STEEL BORED RANGE 4 16" STEEL CASING PIPE BORED & JACKED W/ | 14009 | 72.000 |
72.000 |
$605.000 |
LF | 0.4 |
| 0850 | W ENCASEMENT STEEL OPEN CUT RANGE 4 16" STEEL CASING PIPE OPEN CUT W/ CASING | 14015 | 28.000 |
28.000 |
$450.000 |
LF | 0.1 |
| 0855 | W ENCASEMENT STEEL BORED RANGE 6 30" STEEL CASING PIPE BORED & JACKED W/ | 14011 | 80.000 |
80.000 |
$1,001.000 |
LF | 0.8 |
| 0860 | W ENCASEMENT STEEL OPEN CUT RANGE 6 30" STEEL CASING PIPE OPEN CUT W/ CASING | 14017 | 30.000 |
30.000 |
$609.000 |
LF | 0.2 |
| 0865 | W ENCASEMENT STEEL OPEN CUT RANGE 5 20" STEEL CASING PIPE OPEN CUT (RANGE 5) | 14016 | 40.000 |
40.000 |
$482.000 |
LF | 0.2 |
| 0870 | W ENCASEMENT STEEL OPEN CUT RANGE 5 24" STEEL CASING PIPE OPEN CUT W/ CASING | 14016 | 235.000 |
235.000 |
$542.000 |
LF | 1.2 |
| 0875 | W FIRE HYDRANT ASSEMBLY 6" FIRE HYDRANT ASSEMBLY W/ GATE VALVE | 14019 | 6.000 |
6.000 |
$8,944.000 |
EACH | 0.5 |
| 0880 | W FIRE HYDRANT REMOVE REMOVE EXISTING FIRE HYDRANT ASSEMBLY | 14021 | 9.000 |
9.000 |
$2,007.000 |
EACH | 0.2 |
| 0885 | W METER RELOCATE | 14030 | 27.000 |
27.000 |
$1,210.000 |
EACH | 0.3 |
| 0890 | W PIPE POLYETHYLENE/PLASTIC 1 INCH 1" DI WATER MAIN (REVISED 2-17-26) | 14179 | 51.000 |
51.000 |
$28.000 |
LF | 0.0 |
| 0895 | W PIPE PVC 02 INCH 2" DI WATER MAIN (REVISED 2-17-26) | 14056 | 14.000 |
14.000 |
$84.000 |
LF | 0.0 |
| 0900 | W PIPE DUCTILE IRON 06 INCH | 14036 | 14.000 |
14.000 |
$175.000 |
LF | 0.0 |
| 0905 | W PIPE DUCTILE IRON 08 INCH | 14037 | 290.000 |
290.000 |
$130.000 |
LF | 0.4 |
| 0910 | W PIPE DUCTILE IRON 12 INCH | 14039 | 4,371.000 |
4,371.000 |
$154.000 |
LF | 6.4 |
| 0915 | W PIPE DUCTILE IRON 12 INCH WITH NITRILE GASKET | 14039 | 416.000 |
416.000 |
$155.000 |
LF | 0.6 |
| 0920 | W PIPE DUCTILE IRON 16 INCH | 14040 | 324.000 |
324.000 |
$243.000 |
LF | 0.7 |
| 0925 | W SERV PE/PLST LONG SIDE 3/4 IN 3/4" SERVICE RECONNECTION - LONG SIDE | 14080 | 7.000 |
7.000 |
$2,434.000 |
EACH | 0.2 |
| 0930 | W SERV PE/PLST SHORT SIDE 3/4 IN 3/4" SERVICE RECONNECTION - SHORT SIDE | 14085 | 21.000 |
21.000 |
$1,647.000 |
EACH | 0.3 |
| 0935 | W VALVE BOX REMOVE (REVISED 2-10-26) | 14177 | 2.000 |
2.000 |
$275.000 |
EACH | 0.0 |
| 0940 | W TAPPING SLEEVE AND VALVE SIZE 1 CONNECT TO EXISTING SYSTEM VIA 1" COMPRE | 14089 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0945 | W TAPPING SLEEVE AND VALVE SIZE 1 CONNECT TO EXISTING SYSTEM VIA 2" TAPPIN | 14089 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0950 | W TAPPING SLEEVE AND VALVE SIZE 1 CONNECT TO EXISTING SYSTEM VIA 8" SOLID | 14089 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0955 | W TAPPING SLEEVE AND VALVE SIZE 2 CONN TO EXIST SYSTEM VIA 12" TAPPING SLE | 14090 | 5.000 |
5.000 |
$12,767.000 |
EACH | 0.6 |
| 0960 | W TAPPING SLEEVE AND VALVE SIZE 2 CONN TO EXIST SYSTEM VIA 16" TAPPING SLE | 14090 | 1.000 |
1.000 |
$46,000.000 |
EACH | 0.4 |
| 0965 | W TAPPING SLEEVE AND VALVE SIZE 1 CONN TO EXSTNG SYS VIA 6" TAPPING SLEEVE | 14089 | 1.000 |
1.000 |
$6,985.000 |
EACH | 0.1 |
| 0970 | W VALVE 12 INCH 12" GATE VALVE & BOX (REVISED 2-10-26) | 14108 | 17.000 |
17.000 |
$5,798.000 |
EACH | 0.9 |
| 0975 | W VALVE 16 INCH 16" GATE VALVE & BOX (REVISED 2-10-26) | 14109 | 5.000 |
5.000 |
$21,500.000 |
EACH | 1.0 |
| 0980 | W VALVE 06 INCH 6" GATE VALVE & BOX | 14105 | 1.000 |
1.000 |
$2,850.000 |
EACH | 0.0 |
| 0985 | W VALVE 08 INCH 8" GATE VALVE & BOX (REVISED 2-10-26) | 14106 | 1.000 |
1.000 |
$3,575.000 |
EACH | 0.0 |
Category Total $1,781,253.90 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0007 | CATEGORY Description | PLANNING (ADDED 2-10-26) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | CONDUIT-1 1/4 IN (ADDED 2-10-26) | 04793 | 40.000 |
40.000 |
$25.920 |
LF | 0.0 |
| 1005 | CONDUIT-2 IN (ADDED 2-10-26) | 04795 | 15.000 |
15.000 |
$35.610 |
LF | 0.0 |
| 1010 | TRENCHING AND BACKFILLING (ADDED 2-10-26) | 04820 | 50.000 |
50.000 |
$20.800 |
LF | 0.0 |
| 1015 | PIEZOELECTRIC SENSOR (ADDED 2-10-26) | 04829 | 4.000 |
4.000 |
$3,830.290 |
EACH | 0.1 |
| 1020 | LOOP WIRE (ADDED 2-10-26) | 04830 | 2,100.000 |
2,100.000 |
$1.540 |
LF | 0.0 |
| 1025 | LOOP SAW SLOT AND FILL (ADDED 2-10-26) | 04895 | 400.000 |
400.000 |
$50.350 |
LF | 0.2 |
| 1030 | REMOVE AND REPLACE SIDEWALK (ADDED 2-10-26) | 04960 | 2.000 |
2.000 |
$500.000 |
SQYD | 0.0 |
| 1035 | WOOD POST (ADDED 2-10-26) | 20360ES818 | 2.000 |
2.000 |
$863.100 |
EACH | 0.0 |
| 1040 | ELECTRICAL JUNCTION BOX TYPE A (ADDED 2-10-26) | 20391NS835 | 1.000 |
1.000 |
$2,269.900 |
EACH | 0.0 |
| 1045 | GALVANIZED STEEL CABINET (ADDED 2-10-26) | 20359NN | 1.000 |
1.000 |
$1,314.640 |
EACH | 0.0 |
Category Total $47,616.85 |
| SM- Project | DE114031W2603 | CATEGORY NUMBER | 0008 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0990 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$270,750.000 |
LS | 2.6 |
| 0995 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$150,930.000 |
LS | 1.4 |
Category Total $421,680.00 |